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Wisconsin Department of Transportation
Version 06-2014 Solving tomorrow’s transportation challenges
Division of Transportation Systems Development Bureau of Project Development 4802 Sheboygan Avenue, Rm 601 P O Box 7916 Madison, WI 53707-7916 Telephone: (608) 266-1631 Facsimile (FAX): (608) 266-8459
January 4, 2017 NOTICE TO ALL CONTRACTORS: Proposal #12: 6950-03-73, WISC 2017 010
Dexterville – Port Edwards Lonesome Road – Smith Lane STH 54 Wood County
6950-03-75, WISC 2017 011 Dexterville – Port Edwards STH 54 Relocations at CTH D STH 54 Wood County
Letting of January 10, 2017 This is Addendum No. 01, which provides for the following: Special Provisions
Added Special Provisions Article
No. Description
31 Pipe Culverts Schedule of Items
Revised Bid Item Quantities
Bid Item Item Description Unit Old
Quantity Revised Quantity
Proposal Total
205.0100 Excavation Common CY 25898 62 25960 205.0400 Excavation Marsh CY 9,202 2,290 11,492 208.1100 Select Borrow CY 78,193 -11,885 66,308
522.1018 Apron Endwall for Culvert Pipe Reinforced Concrete 18-Inch
EA 4 -2 2
522.1024 Apron Endwall for Culvert Pipe Reinforced Concrete 24-Inch
EA 34 -29 5
523.0519 Apron Endwalls for Culvert Pipe Reinforced Concrete Horizontal Elliptical 19x30-Inch
EA 2 2 4
633.5200 Markers Culvert End EA 41 -2 39
Added Bid Item Quantities
Bid Item Item Description Unit Old
Quantity Revised Quantity
Proposal Total
460.5424 HMA Pavement 4 LT 58-28 H TON 0 5175 5175 520.1012 Apron Endwalls for Culvert Pipe 12-Inch EA 0 4 4 520.1018 Apron Endwalls for Culvert Pipe 18-Inch EA 0 26 26 520.1024 Apron Endwalls for Culvert Pipe 24-Inch EA 0 37 37 520.3412 Culvert Pipe Class III-A Non-Metal 12-Inch LF 0 69 69 520.3418 Culvert Pipe Class III-A Non-Metal 18-Inch LF 0 508 508 520.3424 Culvert Pipe Class III-A Non-Metal 24-Inch LF 0 139 139 520.3524 Culvert Pipe Class III-B Non-Metal 24-Inch LF 0 895 895 520.8000 Concrete Collar for Pipe EA 0 1 1
522.0318 Culvert Pipe Reinforced Concrete Class IV 18-Inch
LF 0 56 56
522.0324 Culvert Pipe Reinforced Concrete Class IV 24-Inch
LF 0 123 123
523.0419 Culvert Pipe Reinforced Concrete Horizontal Elliptical Class HE-IV 19x30-Inch
LF 0 152 152
608.3024 Storm Sewer Pipe Class III-A 24-Inch LF 0 256 256
Deleted Bid Item Quantities
Bid Item Item Description Unit Old
Quantity Revised Quantity
Proposal Total
460.6424 HMA Pavement 4 MT 58-28 H TON 5175 -5175 0
522.0118 Culvert Pipe Reinforced Concrete Class III 18-Inch
LF 156 -156 0
522.0124 Culvert Pipe Reinforced Concrete Class III 24-Inch
LF 1109 -1109 0
523.0119 Culvert Pipe Reinforced Concrete Horizontal Elliptical Class HE-III 19x30-Inch
LF 72 -72 0
525.0112 Culvert Pipe Corrugated Aluminum 12-Inch LF 69 -69 0 525.0118 Culvert Pipe Corrugated Aluminum 18-Inch LF 473 -473 0 525.0124 Culvert Pipe Corrugated Aluminum 24-Inch LF 170 -170 0
525.0312 Aluminum Apron Endwalls for Culvert Pipe 12-Inch
LF 4 -4 0
525.0318 Aluminum Apron Endwalls for Culvert Pipe 18-Inch
LF 29 -29 0
525.0324 Aluminum Apron Endwalls for Culvert Pipe 24-Inch
LF 10 -10 0
608.0324 Storm Sewer Pipe Reinforced Concrete Class III 24-Inch
LF 250 -250 0
Plan Sheets
Revised Plan Sheets – 6950-03-73
Plan Sheet
Plan Sheet Title (brief description of changes to sheet)
5 Typical Section – Changed callout of proposed HMA Pavement Upper Layer. 6 Typical Section – Changed callout of proposed HMA Pavement Upper Layer. 7 Typical Section – Changed callout of proposed HMA Pavement Upper Layer. 37 Miscellaneous Quantities – Revised Earthwork Summary Quantity Table 38 Miscellaneous Quantities – Revised Asphaltic Items Quantity Table 39 Miscellaneous Quantities – Revised Culvert Pipe Items Quantity Table 49 Plan and Profile – Revised pipe notes for culverts 50 Plan and Profile – Revised pipe notes for culverts 51 Plan and Profile – Revised pipe notes for culverts 52 Plan and Profile – Revised pipe notes for culverts 53 Plan and Profile – Revised pipe notes for culverts 105 Cross Sections – Revised pipe notes for culverts 109 Cross Sections – Revised pipe notes for culverts 111 Cross Sections – Revised pipe notes for culverts 114 Cross Sections – Revised pipe notes for culverts 116 Cross Sections – Revised pipe notes for culverts 121 Cross Sections – Revised pipe notes for culverts 125 Cross Sections – Revised pipe notes for culverts
Revised Plan Sheets – 6950-03-75
Plan Sheet
Plan Sheet Title (brief description of changes to sheet)
5 Typical Section – Changed callout of proposed HMA Pavement Upper Layer. 6 Typical Section – Changed callout of proposed HMA Pavement Upper Layer. 7 Typical Section – Changed callout of proposed HMA Pavement Upper Layer. 60 Miscellaneous Quantities – Revised Earthwork Summary Quantity Table 62 Miscellaneous Quantities – Revised Asphaltic Items Quantity Table 63 Miscellaneous Quantities – Revised Culvert Pipe Items Quantity Table 76 Plan and Profile – Revised pipe notes for culverts 77 Plan and Profile – Revised pipe notes for culverts 78 Plan and Profile – Revised pipe notes for culverts 79 Plan and Profile – Revised pipe notes for culverts 80 Plan and Profile – Revised pipe notes for culverts 81 Plan and Profile – Revised pipe notes for culverts 84 Plan and Profile – Revised pipe notes for culverts 85 Plan and Profile – Revised pipe notes for culverts 156 Earthwork Data Sheet – Updated STH 54 earthwork. 162 Cross Sections – Revised pipe notes for culverts 164 Cross Sections – Revised pipe notes for culverts 169 Cross Sections – Revised pipe notes for culverts 174 Cross Sections – Revised pipe notes for culverts 176 Cross Sections – Revised pipe notes for culverts 180 Cross Sections – Revised pipe notes for culverts 184 Cross Sections – Revised pipe notes for culverts 193 Cross Sections – Revised pipe notes for culverts and left ditch grade 194 Cross Sections – Revised pipe notes for culverts and left ditch grade 196 Cross Sections – Revised pipe notes for culverts 204 Cross Sections – Revised pipe notes for culverts
Added Plan Sheets – 6950-03-75 Plan
Sheet Plan Sheet Title (brief description of why sheet was added)
157A Earthwork Data Sheet – provides data table for STH 54 (STA 1238+00 to STA 1252+00) and School Lane
The responsibility for notifying potential subcontractors and suppliers of these changes remains with the prime contractor.
Sincerely,
Mike Coleman Proposal Development Specialist Proposal Management Section
ADDENDUM NO. 01
6950-03-73 & 6950-03-75
January 4, 2017
Special Provisions 31. Pipe Culverts
Replace standard spec 520.2.1 with the following:
(1) Furnish culvert pipe consistent with the diameter the bid item indicates. Furnish materials for the various classes of pipe as follows: TABLE 520-1 ALLOWABLE MATERIALS FOR CULVERT PIPE
CLASS ALLOWABLE MATERIALS
III Class III reinforced concrete, corrugated steel pipe of the thickness contract designates
III-A
Class II and Class III reinforced concrete, corrugated steel of the thickness the contract designates, corrugated polyethylene, corrugated polypropylene
III-A Non-metal
Class II and Class III reinforced concrete, corrugated aluminum, corrugated polyethylene, corrugated polypropylene
III-B
Class III reinforced concrete, corrugated steel of the thickness the contract designates, corrugated polypropylene
III-B Non-metal Class III reinforced concrete, corrugated polypropylene
IV Class IV reinforced concrete, corrugated steel pipe of the thickness contract designates
V Class V reinforced concrete, corrugated steel pipe of the thickness contract designates
(2) For the given materials, conform to the following:
Corrugated steel pipe..........................................................................................................................521.2 Reinforced concrete pipe.................................................................................................................522.2.2 Corrugated aluminum pipe………………………………………………………………………………525.2.1 Corrugated polyethylene pipe.............................................................................................................530.2 Corrugated polypropylene pipe........................................................................................................530.2.2
(3) Under the Culvert Pipe Temporary bid items, use either new or used culvert pipe in a condition suitable
for the purpose intended. Replace standard spec 520.2.3(1) with the following:
Under the Apron Endwalls for Culvert Pipe bid items, use aluminum apron endwall for corrugated polyethylene, and corrugated polypropylene pipe culvert installations, and use concrete apron endwalls with concrete pipe culvert installations. For the given materials, conform to the following: Aluminum apron endwalls…………………………………………………………………….….525.2.1 Concrete apron endwalls…………………………………………………………………………522.2.4
Schedule of Items Attached, dated January 4, 2017, are the revised Schedule of Items Pages 1 – 8. Plan Sheets The following 8½ x 11-inch sheets are attached and made part of the plans for this proposal: Revised: 6950-03-73 – 5, 6, 7, 37, 38, 39, 49, 50, 51, 52, and 53.
6950-03-75 – 5, 6, 7, 60, 62, 63, 77, 78, 79, 80, 81, 84, and 85. Added: 6950-03-75 – 157A.
END OF ADDENDUM
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18-
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AC
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18-IN
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(EA
CH
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48-IN
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CH
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(E
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24-IN
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(EA
CH
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(E
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ON
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3535
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T--
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----
2--
----
----
----
----
2--
993.
7599
3.50
1069
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'LT
1069
+75
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'RT
----
78--
--2
----
----
----
----
--2
--99
4.14
993.
8810
73+
2431
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73+
5042
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T--
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----
2--
----
----
----
----
2--
993.
8099
3.70
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EW
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RH
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79+
7936
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80+
2037
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T--
40--
--2
----
----
----
----
----
----
993.
5099
3.10
DR
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WA
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1885
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80+
6538
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T--
----
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----
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0.79
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HF
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989.
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991.
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991.
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AC
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24-IN
CH
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F)
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24-IN
CH
(EA
CH
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LEV
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R
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54
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1206
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35.0
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T--
----
70--
----
2--
--2
--99
5.22
995.
0112
09+
0032
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LT12
09+
0035
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RT
----
--67
----
--2
----
2--
997.
8599
7.29
1210
+30
49.0
'LT
1209
+96
47.0
'LT
----
38--
----
--2
----
----
998.
0099
7.50
DR
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WA
Y12
15+
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RT
1215
+00
42.4
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----
--72
----
--2
----
2--
1003
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1001
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1217
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40.0
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1217
+17
40.0
'LT
--44
----
----
2--
----
----
1005
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1005
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DR
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WA
Y12
19+
1335
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RT
1218
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35.0
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T--
46--
----
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----
----
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07.2
010
06.8
0D
RIV
EW
AY
1220
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30.0
'LT
1219
+60
30.0
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--31
----
----
2--
----
----
1007
.55
1007
.40
DR
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WA
Y12
26+
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LT12
26+
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RT
----
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----
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----
2--
1007
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41.0
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1226
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41.0
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--42
----
----
2--
----
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DR
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WA
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RT
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34--
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09.9
310
09.8
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T12
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RT
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----
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----
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1010
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DR
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LT12
31+
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RT
----
----
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----
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1231
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----
----
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----
----
1014
.60
1013
.53
DR
IVE
WA
Y12
37+
0031
.0'
RT
1237
+00
41.5
'LT
----
----
--73
----
--2
212
1010
.00
1009
.76
1242
+15
31.0
'R
T12
42+
5431
.0'
RT
--39
----
----
2--
----
----
1008
.86
1008
.57
DR
IVE
WA
Y12
45+
0038
.0'
RT
1245
+00
39.0
'LT
1--
--77
----
--2
----
2--
1004
.00
1003
.75
SE
E N
OTE
412
52+
2236
.0'
LT12
52+
6036
.0'
LT--
36--
----
--2
----
----
--10
01.2
510
01.2
3D
RIV
EW
AY
1252
+51
43.0
'R
T12
52+
8743
.0'
RT
----
36--
----
--2
----
----
1002
.01
1001
.82
DR
IVE
WA
Y12
65+
5033
.0'
RT
1266
+00
23.0
'LT
----
----
--79
----
--2
212
994.
9399
4.53
SK
EW
45°
LH
F12
67+
6130
.0'
RT
1267
+92
30.0
'R
T--
35--
----
----
2--
----
--99
3.83
993.
55D
RIV
EW
AY
1268
+25
31.0
'LT
1268
+61
31.0
'LT
----
35--
----
--2
----
----
993.
3499
3.05
DR
IVE
WA
Y12
69+
7331
.0'
LT12
70+
0331
.0'
LT--
--30
----
----
2--
----
--99
2.32
992.
08D
RIV
EW
AY
1270
+34
32.1
'LT
1270
+43
35.2
'R
T--
----
68--
----
2--
--2
--98
8.88
988.
12S
KE
W 8
° R
HF
1270
+39
32.1
'LT
1270
+48
35.2
'R
T--
----
68--
----
2--
--2
--98
8.88
988.
12S
KE
W 8
° R
HF
CTH
D S
OU
TH
7'F
'+40
27.0
'LT
7'F
'+74
27.0
'LT
--34
----
----
2--
----
----
1002
.51
1002
.31
DR
IVE
WA
Y9'
F'+
5042
.0'
LT9'
F'+
5037
.0'
RT
----
--79
----
--2
----
2--
1000
.70
1000
.39
SC
HO
OL
LN8'
G'+
8027
.0'
RT
9'G
'+14
27.0
'R
T--
34--
----
--2
----
----
--99
5.30
995.
13D
RIV
EW
AY
TOTA
L1
444
139
576
5815
222
262
422
36
NO
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156
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99
162
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99
164
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99
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99
174
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99
176
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99
180
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99
184
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99
193
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99
194
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99
196
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204
Wisconsin Department of Transportation 01/04/2017 13:51:06
Proposal ID: 20170110012 Project(s): 6950-03-73, 6950-03-75
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
0010 201.0105
Clearing STA
109.000
_________._____ _________._____
0020 201.0205
Grubbing STA
109.000
_________._____ _________._____
0030 203.0100
Removing Small Pipe Culverts EACH
21.000
_________._____ _________._____
0040 204.0110
Removing Asphaltic Surface SY
425.000
_________._____ _________._____
0050 204.0115
Removing Asphaltic Surface Butt Joints SY
711.000
_________._____ _________._____
0060 204.0170
Removing Fence LF
500.000
_________._____ _________._____
0070 204.0180
Removing Delineators and Markers EACH
7.000
_________._____ _________._____
0080 205.0100
Excavation Common CY
25,960.000
_________._____ _________._____
0090 205.0400
Excavation Marsh CY
11,492.000
_________._____ _________._____
0100 208.1100
Select Borrow CY
66,308.000
_________._____ _________._____
0110 213.0100
Finishing Roadway (project) 01. 6950-03-73
EACH
1.000
_________._____ _________._____
0120 213.0100
Finishing Roadway (project) 02. 6950-03-75
EACH
1.000
_________._____ _________._____
0130 214.0100
Obliterating Old Road STA
2.000
_________._____ _________._____
0140 305.0110
Base Aggregate Dense 3/4-Inch TON
4,513.000
_________._____ _________._____
0150 305.0120
Base Aggregate Dense 1 1/4-Inch TON
43,715.000
_________._____ _________._____
0160 305.0500
Shaping Shoulders STA
20.000
_________._____ _________._____
1.00000
0170 440.4410
Incentive IRI Ride DOL
11,120.000
11,120.00
Proposal Schedule of Items Page 1 of 8
Wisconsin Department of Transportation 01/04/2017 13:51:06
Proposal ID: 20170110012 Project(s): 6950-03-73, 6950-03-75
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
0180 455.0605
Tack Coat GAL
3,405.000
_________._____ _________._____
1.00000
0190 460.2000
Incentive Density HMA Pavement DOL
7,570.000
7,570.00
0200 460.4110.S
Reheating HMA Pavement LongitudinalJoints
LF
42,225.000
_________._____ _________._____
0210 460.5223
HMA Pavement 3 LT 58-28 S TON
6,650.000
_________._____ _________._____
0230 465.0110
Asphaltic Surface Patching TON
50.000
_________._____ _________._____
0240 465.0120
Asphaltic Surface Driveways and FieldEntrances
TON
172.000
_________._____ _________._____
0250 465.0125
Asphaltic Surface Temporary TON
500.000
_________._____ _________._____
0260 465.0315
Asphaltic Flumes SY
226.000
_________._____ _________._____
0270 465.0475
Asphalt Center Line Rumble Strips 2-Lane Rural
LF
9,280.000
_________._____ _________._____
0300 522.0148
Culvert Pipe Reinforced Concrete ClassIII 48-Inch
LF
132.000
_________._____ _________._____
0310 522.0524
Culvert Pipe Reinforced Concrete ClassV 24-Inch
LF
13.000
_________._____ _________._____
0320 522.1018
Apron Endwalls for Culvert PipeReinforced Concrete 18-Inch
EACH
2.000
_________._____ _________._____
0330 522.1024
Apron Endwalls for Culvert PipeReinforced Concrete 24-Inch
EACH
5.000
_________._____ _________._____
0340 522.1048
Apron Endwalls for Culvert PipeReinforced Concrete 48-Inch
EACH
2.000
_________._____ _________._____
Proposal Schedule of Items Page 2 of 8
Wisconsin Department of Transportation 01/04/2017 13:51:06
Proposal ID: 20170110012 Project(s): 6950-03-73, 6950-03-75
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
0360 523.0519
Apron Endwalls for Culvert PipeReinforced Concrete Horizontal Elliptical19x30-Inch
EACH
4.000
_________._____ _________._____
0430 601.0557
Concrete Curb & Gutter 6-Inch Sloped36-Inch Type D
LF
1,157.000
_________._____ _________._____
0440 603.8000
Concrete Barrier Temporary PrecastDelivered
LF
1,087.500
_________._____ _________._____
0450 603.8125
Concrete Barrier Temporary PrecastInstalled
LF
2,012.500
_________._____ _________._____
0460 606.0100
Riprap Light CY
48.000
_________._____ _________._____
0480 611.0530
Manhole Covers Type J EACH
1.000
_________._____ _________._____
0490 611.2004
Manholes 4-FT Diameter EACH
1.000
_________._____ _________._____
0500 614.0905
Crash Cushions Temporary EACH
4.000
_________._____ _________._____
0510 618.0100
Maintenance And Repair of Haul Roads(project) 01. 6950-03-73
EACH
1.000
_________._____ _________._____
0520 618.0100
Maintenance And Repair of Haul Roads(project) 02. 6950-03-75
EACH
1.000
_________._____ _________._____
0530 619.1000
Mobilization EACH
1.000
_________._____ _________._____
0540 621.0100
Landmark Reference Monuments EACH
4.000
_________._____ _________._____
0550 624.0100
Water MGAL
748.000
_________._____ _________._____
0560 625.0100
Topsoil SY
110,595.000
_________._____ _________._____
0570 627.0200
Mulching SY
97,066.000
_________._____ _________._____
Proposal Schedule of Items Page 3 of 8
Wisconsin Department of Transportation 01/04/2017 13:51:06
Proposal ID: 20170110012 Project(s): 6950-03-73, 6950-03-75
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
0580 628.1504
Silt Fence LF
35,590.000
_________._____ _________._____
0590 628.1520
Silt Fence Maintenance LF
106,770.000
_________._____ _________._____
0600 628.1905
Mobilizations Erosion Control EACH
21.000
_________._____ _________._____
0610 628.1910
Mobilizations Emergency Erosion Control EACH
8.000
_________._____ _________._____
0620 628.2004
Erosion Mat Class I Type B SY
9,265.000
_________._____ _________._____
0630 628.2006
Erosion Mat Urban Class I Type A SY
15,480.000
_________._____ _________._____
0640 628.2008
Erosion Mat Urban Class I Type B SY
13,530.000
_________._____ _________._____
0650 628.7555
Culvert Pipe Checks EACH
172.000
_________._____ _________._____
0660 628.7560
Tracking Pads EACH
13.000
_________._____ _________._____
0670 628.7570
Rock Bags EACH
2,135.000
_________._____ _________._____
0680 629.0210
Fertilizer Type B CWT
60.300
_________._____ _________._____
0690 630.0120
Seeding Mixture No. 20 LB
593.000
_________._____ _________._____
0700 630.0130
Seeding Mixture No. 30 LB
1,498.000
_________._____ _________._____
0710 630.0140
Seeding Mixture No. 40 LB
210.000
_________._____ _________._____
0720 630.0160
Seeding Mixture No. 60 LB
204.000
_________._____ _________._____
0730 631.0300
Sod Water MGAL
2,489.700
_________._____ _________._____
0740 631.1200
Sod Erosion Control Sandy Soil SY
102.000
_________._____ _________._____
Proposal Schedule of Items Page 4 of 8
Wisconsin Department of Transportation 01/04/2017 13:51:06
Proposal ID: 20170110012 Project(s): 6950-03-73, 6950-03-75
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
0750 633.1100
Delineators Temporary EACH
18.000
_________._____ _________._____
0760 633.5200
Markers Culvert End EACH
39.000
_________._____ _________._____
0770 634.0614
Posts Wood 4x6-Inch X 14-FT EACH
8.000
_________._____ _________._____
0780 634.0616
Posts Wood 4x6-Inch X 16-FT EACH
17.000
_________._____ _________._____
0790 634.0618
Posts Wood 4x6-Inch X 18-FT EACH
9.000
_________._____ _________._____
0800 634.0620
Posts Wood 4x6-Inch X 20-FT EACH
1.000
_________._____ _________._____
0810 634.0622
Posts Wood 4x6-Inch X 22-FT EACH
3.000
_________._____ _________._____
0820 637.2210
Signs Type II Reflective H SF
205.000
_________._____ _________._____
0830 637.2230
Signs Type II Reflective F SF
88.500
_________._____ _________._____
0840 638.2602
Removing Signs Type II EACH
53.000
_________._____ _________._____
0850 638.3000
Removing Small Sign Supports EACH
53.000
_________._____ _________._____
0860 642.5001
Field Office Type B EACH
1.000
_________._____ _________._____
0870 643.0100
Traffic Control (project) 01. 6950-03-73 EACH
1.000
_________._____ _________._____
0880 643.0100
Traffic Control (project) 02. 6950-03-75 EACH
1.000
_________._____ _________._____
0890 643.0300
Traffic Control Drums DAY
10,215.000
_________._____ _________._____
0900 643.0420
Traffic Control Barricades Type III DAY
5,845.000
_________._____ _________._____
0910 643.0705
Traffic Control Warning Lights Type A DAY
11,085.000
_________._____ _________._____
Proposal Schedule of Items Page 5 of 8
Wisconsin Department of Transportation 01/04/2017 13:51:06
Proposal ID: 20170110012 Project(s): 6950-03-73, 6950-03-75
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
0920 643.0715
Traffic Control Warning Lights Type C DAY
2,630.000
_________._____ _________._____
0930 643.0900
Traffic Control Signs DAY
7,375.000
_________._____ _________._____
0940 643.0920
Traffic Control Covering Signs Type II EACH
10.000
_________._____ _________._____
0950 643.1000
Traffic Control Signs Fixed Message SF
64.000
_________._____ _________._____
0960 643.2000
Traffic Control Detour (project) 01. 6950-03-75
EACH
1.000
_________._____ _________._____
0970 643.3000
Traffic Control Detour Signs DAY
24,219.000
_________._____ _________._____
0980 645.0130
Geotextile Type R SY
384.000
_________._____ _________._____
0990 646.0106
Pavement Marking Epoxy 4-Inch LF
53,024.000
_________._____ _________._____
1000 646.0406
Pavement Marking Same Day Epoxy 4-Inch
LF
23,500.000
_________._____ _________._____
1010 646.0600
Removing Pavement Markings LF
8,420.000
_________._____ _________._____
1020 648.0100
Locating No-Passing Zones MI
2.200
_________._____ _________._____
1030 649.0402
Temporary Pavement Marking Paint 4-Inch
LF
8,965.000
_________._____ _________._____
1040 650.4000
Construction Staking Storm Sewer EACH
4.000
_________._____ _________._____
1050 650.4500
Construction Staking Subgrade LF
14,675.000
_________._____ _________._____
1060 650.5000
Construction Staking Base LF
14,675.000
_________._____ _________._____
1070 650.5500
Construction Staking Curb Gutter andCurb & Gutter
LF
1,157.000
_________._____ _________._____
Proposal Schedule of Items Page 6 of 8
Wisconsin Department of Transportation 01/04/2017 13:51:06
Proposal ID: 20170110012 Project(s): 6950-03-73, 6950-03-75
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
1080 650.6000
Construction Staking Pipe Culverts EACH
18.000
_________._____ _________._____
1090 650.9910
Construction Staking SupplementalControl (project) 01. 6950-03-73
LUMP SUM _________._____LS
1100 650.9910
Construction Staking SupplementalControl (project) 01. 6950-03-75
LUMP SUM _________._____LS
1110 650.9920
Construction Staking Slope Stakes LF
14,675.000
_________._____ _________._____
1120 690.0150
Sawing Asphalt LF
1,566.000
_________._____ _________._____
5.00000
1130 ASP.1T0A
On-the-Job Training Apprentice at$5.00/HR
HRS
2,000.000
10,000.00
5.00000
1140 ASP.1T0G
On-the-Job Training Graduate at$5.00/HR
HRS
1,260.000
6,300.00
1150 SPV.0030
Special 01. Fertilizer for Lawn Turf CWT
7.300
_________._____ _________._____
1160 SPV.0060
Special 01. Reestablish Section CornerMonuments
EACH
1.000
_________._____ _________._____
1170 SPV.0105
Special 01. Research and LocateExisting Property Monuments
LUMP SUM _________._____LS
1180 SPV.0105
Special 02. Verify and Replace ExistingProperty Monuments
LUMP SUM _________._____LS
1190 SPV.0180
Special 01. Preparing Topsoil for LawnTurf
SY
10,039.000
_________._____ _________._____
1200 460.5424
HMA Pavement 4 LT 58-28 H TON
5,175.000
_________._____ _________._____
1210 520.1012
Apron Endwalls for Culvert Pipe 12-Inch EACH
4.000
_________._____ _________._____
1220 520.1018
Apron Endwalls for Culvert Pipe 18-Inch EACH
26.000
_________._____ _________._____
Proposal Schedule of Items Page 7 of 8
Wisconsin Department of Transportation 01/04/2017 13:51:06
Proposal ID: 20170110012 Project(s): 6950-03-73, 6950-03-75
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
1230 520.1024
Apron Endwalls for Culvert Pipe 24-Inch EACH
37.000
_________._____ _________._____
1240 520.3412
Culvert Pipe Class III-A Non-metal 12-Inch
LF
69.000
_________._____ _________._____
1250 520.3418
Culvert Pipe Class III-A Non-metal 18-Inch
LF
508.000
_________._____ _________._____
1260 520.3424
Culvert Pipe Class III-A Non-metal 24-Inch
LF
139.000
_________._____ _________._____
1270 520.3524
Culvert Pipe Class III-B 24-Inch LF
895.000
_________._____ _________._____
1280 520.8000
Concrete Collars for Pipe EACH
1.000
_________._____ _________._____
1290 522.0318
Culvert Pipe Reinforced Concrete ClassIV 18-Inch
LF
56.000
_________._____ _________._____
1300 522.0324
Culvert Pipe Reinforced Concrete ClassIV 24-Inch
LF
123.000
_________._____ _________._____
1310 523.0419
Culvert Pipe Reinforced ConcreteHorizontal Elliptical Class HE-IV 19x30-Inch
LF
152.000
_________._____ _________._____
1320 608.3024
Storm Sewer Pipe Class III-A 24-Inch LF
256.000
_________._____ _________._____
Section: 0001 _________._____Total:
Total Bid: _________._____
Proposal Schedule of Items Page 8 of 8
